Ihekweme Gina Odochi, Obianyo Ifenyinwa Ijeoma, Orisekeh Kingsley Ikechukwu, Kalu-Uka Godwin Mong, Nwuzor Iheoma C, Onwualu Azikiwe Peter
Department of Material Science and Engineering, African University of Science and Technology, Federal Capital Territory, Abuja, Nigeria.
Department of Engineering Infrastructure, National Agency for Science and Engineering Infrastructure, Abuja, Federal Capital Territory, Nigeria.
Sci Prog. 2021 Apr-Jun;104(2):368504211012148. doi: 10.1177/00368504211012148.
Plasticity is an essential property of clay that determines its suitability for water filtration. There are no published works on the plastic behavior of clays from the study locations. The plastic behavior of seven Nigerian clays was examined using plasticity indices and compressive stress parameters in relation to chemical compositions and moisture content. The objective is to determine plastic behavior of some Nigerian clays and their suitability in production of Expanded Clay Aggregates (ECA) for water filters. Compressive stresses and deformation parameters were determined experimentally and compared theoretically. Atterberg limits (D 4318) were used to determine the plasticity indices. Chemical compositions of the samples were examined with XRF and correlated with plasticity and mineral contents of the clays. The clays are aluminosilicates with SiO/AlO ratio of 1.61 to 3.03 and plastic indices of 8 to 49. Low plastic indices (8-11) and low compressive stresses parameters were observed for kaolinite clays (0.002 MPa) due to their low affinity for water while zeolite rich clays showed high plastic indices (46 and 49) for Obowo and Minna and sharp difference in their compressive stresses parameters (0.15 and 0.03 MPa) at optimum moisture contents of 57% and 53%, respectively. Despite varying moisture content, chemical and mineral compositions, all curves showed similar trends apart from kaolinites at 40% moisture content. Relationships exist among microstructural properties, chemical composition, moisture content, compressive strength, and plasticity indices of the clays. The plastic behaviors show they are suitable for development of ECA for water filters.
可塑性是黏土的一项基本特性,它决定了黏土是否适合用于水过滤。关于研究地点的黏土塑性行为,尚无已发表的著作。通过塑性指数和压缩应力参数,并结合化学成分和含水量,对七种尼日利亚黏土的塑性行为进行了研究。目的是确定一些尼日利亚黏土的塑性行为及其在生产用于水过滤器的膨胀黏土集料(ECA)方面的适用性。通过实验确定了压缩应力和变形参数,并进行了理论比较。采用阿太堡界限(D 4318)来确定塑性指数。用X射线荧光光谱仪(XRF)检测了样品的化学成分,并将其与黏土的可塑性和矿物含量相关联。这些黏土为铝硅酸盐,SiO/AlO比为1.61至3.03,塑性指数为8至49。高岭土黏土由于对水的亲和力低,塑性指数较低(8 - 11),压缩应力参数也较低(0.002 MPa),而富含沸石的黏土在奥博沃和明纳的塑性指数较高(分别为46和49),在最佳含水量分别为57%和53%时,其压缩应力参数有明显差异(分别为0.15和0.03 MPa)。尽管含水量、化学和矿物成分各不相同,但除了含水量为40%的高岭土外,所有曲线都呈现出相似的趋势。黏土的微观结构特性、化学成分、含水量、抗压强度和塑性指数之间存在关联。塑性行为表明它们适合用于开发水过滤器用的膨胀黏土集料。